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Vítor M.C.F. Cunha
Vítor M.C.F. Cunha
Chair dst/IB-S: Smart Systems for Construction, ISISE, University of Minho
Dirección de correo verificada de civil.uminho.pt
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Post-cracking behaviour of steel fibre reinforced concrete
JAO Barros, VMCF Cunha, AF Ribeiro, JAB Antunes
Materials and Structures 38 (1), 47-56, 2005
3262005
Pullout behavior of steel fibers in self-compacting concrete
VMCF Cunha, JAO Barros, JM Sena-Cruz
Journal of materials in Civil Engineering 22 (1), 1-9, 2010
2392010
Relation between fibre distribution and post-cracking behaviour in steel fibre reinforced self-compacting concrete panels
A Abrishambaf, JAO Barros, VMCF Cunha
Cement and Concrete Research 51, 57-66, 2013
1702013
A finite element model with discrete embedded elements for fibre reinforced composites
VMCF Cunha, JAO Barros, JM Sena-Cruz
Computers & structures 94, 22-33, 2012
1292012
An integrated approach for modelling the tensile behaviour of steel fibre reinforced self-compacting concrete
VMCF Cunha, JAO Barros, JM Sena-Cruz
Cement and Concrete Research 41 (1), 64-76, 2011
1292011
Corn cob lightweight concrete for non-structural applications
J Pinto, B Vieira, H Pereira, C Jacinto, P Vilela, A Paiva, S Pereira, ...
Construction and Building Materials 34, 346-351, 2012
1042012
Tensile stress–crack width law for steel fibre reinforced self-compacting concrete obtained from indirect (splitting) tensile tests
A Abrishambaf, JAO Barros, VMCF Cunha
Cement and Concrete Composites 57, 153-165, 2015
862015
Steel fibre reinforced self-compacting concrete (from micromechanics to composite behavior)
VMCF Cunha
822010
Influence of discrete fibre reinforcement on the uniaxial compression response and seismic wave velocity of a cement-stabilised sandy-clay
N Cristelo, VMCF Cunha, M Dias, AT Gomes, T Miranda, N Araújo
Geotextiles and Geomembranes 43 (1), 1-13, 2015
692015
Pullout behaviour of hooked-end steel fibres in self-compacting concrete
VMCF Cunha, JAO Barros, J Sena-Cruz
Universidade do Minho. Departamento de Engenharia Civil (DEC), 2007
572007
Influence of fibre reinforcement on the post-cracking behaviour of a cement-stabilised sandy-clay subjected to indirect tensile stress
N Cristelo, VMCF Cunha, AT Gomes, N Araújo, T Miranda, ...
Construction and Building Materials 138, 163-173, 2017
472017
The influence of fibre orientation on the post-cracking tensile behaviour of steel fibre reinforced self-compacting concrete
A Abrishambaf, VMCF Cunha, JAO Barros
Italian Group of Fracture, 2015
402015
Time-dependent flexural behaviour of cracked steel fibre reinforced self-compacting concrete panels
A Abrishambaf, JAO Barros, VMCF Cunha
Cement and Concrete Research 72, 21-36, 2015
342015
Bond between glulam and NSM CFRP laminates
J Sena-Cruz, M Jorge, JM Branco, VMCF Cunha
Construction and Building Materials 40, 260-269, 2013
342013
Bond behavior between glulam and GFRP’s by pullout tests
J Sena-Cruz, J Branco, M Jorge, JAO Barros, C Silva, VMCF Cunha
Composites Part B: Engineering 43 (3), 1045-1055, 2012
332012
Modelling the influence of age of steel fibre reinforced self-compacting concrete on its compressive behaviour
VMCF Cunha, JAO Barros, J Sena-Cruz
Materials and structures 41 (3), 465-478, 2008
322008
Lightweight concrete masonry units based on processed granulate of corn cob as aggregate
J Faustino, E Silva, J Pinto, E Soares, VMCF Cunha, S Soares
Consejo Superior de Investigaciones Científicas (CSIC), 2015
272015
A two-phase material approach to model steel fibre reinforced self-compacting concrete in panels
A Abrishambaf, VMCF Cunha, JAO Barros
Engineering Fracture Mechanics 162, 1-20, 2016
242016
Numerical simulation of the punching shear behaviour of self-compacting fibre reinforced flat slabs
MDE Teixeira, JAO Barros, VMCF Cunha, BN Moraes-Neto, ...
Construction and Building Materials 74, 25-36, 2015
242015
Assessment of different methods for characterization and simulation of post-cracking behavior of self-compacting steel fiber reinforced concrete
F Soltanzadeh, VMCF Cunha, JAO Barros
Construction and Building Materials 227, 116704, 2019
222019
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